B.08.02.13_Attach_13_-_SEED_Project__3_Package.pdf

DEPARTMENT OF THE ARMY

US ARMY CORPS OF ENGINEERS, EUROPE DISTRICT

KONRAD ADENAUER RING 39

65187 WIESBADEN, GERMANY

7 June 2019

SUBJECT: Request for Proposal (RFP) for a new Task Order under the FY19 Italy Design Build / Design Bid Build MATOC resulting from RFP W912GB19R0031; Repair Army Bunkers Camp Darby Ammunition Storage Area Livorno, Italy (DC-19-0066) - SEED Project #3

RFP Phase Two Offerors:

You are requested to submit a proposal for the enclosed project under the provisions of the Multiple Award Task Order Contract (MATOC). The contract numbers are listed above. The Statement of Work (SOW), specifications, and drawings are attached.

1. Project Description. The purpose of this project is for the renovation of twelve (12) Earth Covered Magazines (ECMs) and seven (7) Above Ground Magazines (AGMs) on Camp Darby Ammunition Storage Area (ASA) Livorno, Italy.

2. Proposal Deadline and Submission Method. Proposals are due no later than the Phase II Proposal deadline as stated on the W912GB19R0031 SF1442. Seed Project Proposals shall be provided with the rest of the Phase II proposal.

3. Proposal Requirements. See Phase II of the FY 19 DB / DBB Italy MATOC Solicitation, W912GB-19-R-0031, Factor 4 and 5 for Submission Requirements.

4. Separate attachments and FAR clauses incorporated by reference. Separate attachments and FAR clauses referenced below will be incorporated into the resulting contract. Clauses incorporated by reference will have the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at these addresses:

(1) https://www.acquisition.gov/browse/index/far

(2) http://www.acq.osd.mil/dpap/dars/dfarspgi/current/

SUBJECT: Request for Proposal (RFP) for a new Task Order under the FY19 Italy Design Build / Design Bid Build MATOC resulting from RFP W912GB19R0031; Repair Army Bunkers Camp Darby Ammunition Storage Area Livorno, Italy (DC-19-0066) - SEED Project #3

5. Design-Build Responsibility. This project is design-build in nature. The contractor is responsible for verifying the requirements of the specifications and drawings provided by the Corps of Engineers. The contractor shall be responsible for providing the certificate of compliance for the design, specifications, and drawings furnished thereby under the contract. Designer of record approval is required for changes to the drawings, specifications, solicitation, accepted proposal, equipment compatibility, and materials required. Additionally, Federal Acquisition Regulation (FAR) Clauses 52.236-23, Responsibility of the Architect-Engineer Contractor (Apr 1984), and 52.244-4, Subcontractors and Outside Associates and Consultants (A-E Services) (Aug 1998), are applicable to this project.

6. Basis for Award. The basis for award for the seed task orders will be best value tradeoff and will use the same non-price evaluation criteria and relative importance as the MATOC award decision, and the Contracting Officer will individually select the awardee that presents the best value to the Government for each seed project. See Phase II of the FY 19 DB / DBB Italy MATOC Solicitation, W912GB-19-R-0031.

7. Evaluation Factors. See Phase II of the FY 19 DB / DBB Italy MATOC Solicitation, W912GB-19-R-0031, Factor 4 and 5 for Evaluation Criteria.

8. Contract Type. The resulting contract will be firm-fixed-price, payable entirely in Euro. The contract price will not be adjusted on account of fluctuations in the currency exchange rates. No additional sums will be payable due to any escalation in the cost of labor, materials, or equipment. Changes in the contract price and / or completion date will be made only via contract modification signed by the Contracting Officer.

9. Availability of Funds. Funds are not presently available for this acquisition. No contract award will be made until appropriated funds are made available.

10. Disclosure of Contract Magnitude. Per FAR 36.204, Disclosure of the Magnitude of Construction Projects, the estimated price range of this task order is between $1,000,000.00 and $5,000,000.

11. Price Schedule. (See attachment) Your proposal shall be submitted using the attached price schedule. Do not break out the price or provide any other pricing detail, except as noted in the price schedule, unless otherwise requested by the Contracting Officer.

12. Base and Optional Bid Items. (See FAR 52.217-5 and 52.217-7). The Government may require the delivery of optional items identified in the price schedule.

13. Notice to Proceed (NTP) and Contract Completion Date. (See FAR 52.211-10) A single notice to proceed will be issued for the design and construction, after receipt and approval of the BLG and DBA insurance certificates. The contractor shall commence work within 7 days following the NTP and complete the entire work for use not later than 785 calendar days following the NTP. Any option items exercised by the Government must be completed no later than 785 days following the NTP for the base items (option items do not have their own separate completion dates).

14. Liquidated Damages. (See FAR 52.211-12) If the Contractor fails to complete the work within the time specified in this contract, the Contractor shall, in place of actual damages, pay to the Government liquidated damages in the amount of €574.00 per day.

15. Acceptance Period. All proposals shall be valid for 120 calendar days after the proposal due date.

16. Defense Base Act (DBA) Insurance Coverage. (See FAR 52.228-3) DBA coverage is required for work performed on this project by all contractors and subcontractors. You will be required to provide the insurance certificate prior to receiving the Notice to Proceed (NTP) but no later than 14 calendar days after award.

The DBA Defense Base Act (DBA) insurance is commercially available from carriers and self-insured employers authorized by the Department of

17. Societa Organismo di Attestazione (SOA): Reference is made to clause 52.000- 4090 Qualification of Firms Pursuant to Italian Decree DPR 00/34 (Decreto Del Presidente Della Republica, January 25, 2000, No. 34. The Work Category for this project is OG1 Civil Buildings. Work Classification is I. This task order will be awarded to a contractor who has the required SOA, which must be submitted with the proposal, even if provided previously. Failure to submit the required SOA at the time of proposal will result in disqualification of the offeror from further consideration.

18. Anti-Mafia Clause: In accordance with Contract Clause 52.000-4091 Compliance with Italian Decree DPR 554/99, as amended by Article 2 of DPR 412/00, if the contractor intends to use subcontractors for performance of the task order, the contractor is required to certify, in writing, to the Contracting Officer that no disciplinary actions or proceedings for Mafia related matters against such subcontractors have occurred or are presently occurring. Failure to provide this documentation within the time specified may result in termination of the contract for default, in accordance with contract clause 52.249-10 Default.

19. Bank Letter of Assurance (BLA) and Bank Letter of Guaranty (BLG). A BLA that specifies the Contractor can furnish a BLG in the amount of 10% is required WITH PROPOSAL SUBMISSION. The successful Offeror shall furnish the BLG (original hard copy) to the Contracting Officer within 14 days of task order award.

20. Inquiries. Offerors shall submit inquiries in writing via “Bidder Inquiry” in ProjNet at www.projnet.org\projnet. The bidder inquiry key is RH675A-FFGS94, this is the same key utilized for the MATOC solicitation. Please ensure to being your inquiry with the project number (DC-19-0066) to ensure inquiries are handled properly.

Your point of contact for this contract action is contact Mr. Jason Malak, Contract

Specialist (+49 611 9744 2278 / jason.r.malak@usace.army.mil). As an alternate, please feel free to contact the undersigned (+49 611 9744 2127 / joshua.d.mueller@usace.army.mil).

Sincerely, Joshua Mueller Contracting Officer

Enclosures:

SEED #3 Statement of Work SEED #3 Att #1 - Location Map SEED #3 Att #2 - ASA Existing Communications Infrastructure SEED #3 Att #3 - Structural Calculations Guidelines SEED #3 Att #4 - Structural Scope SEED #3 Att #5 - Environmental Impact Study (S.inc.A) Guidelines SEED #3 Att #6 - Proposed Cable Routing SEED #3 Att #7 - IDS Components List SEED #3 Att #8 - Additional Requirements USAG Italy Bid Schedule Price and Payment Procedures

US Army Corps of Engineers Europe District

APO AE 09049

it49

Summary of Work Project Number:

EA002998P

Repair Army Bunkers

Camp Darby Ammunition Storage Area Livorno, Italy

Prepared by:

Design Section

Engineering Branch 23 April 2019

01 10 10 Summary of Work Repair Army Bunkers

23-Apr-19 Page 2 of 36

SECTION 01 10 10

SUMMARY OF WORK

SECTION TABLE OF CONTENTS:

1 GENERAL

2 CIVIL AND GEOTECHNICAL

3 ARCHITECTURAL (Not applicable)

4 STRUCTURAL

5 ELECTRICAL & COMMUNICATIONS

ATTACHMENTS

Att. # 1 Location Map Att. # 2 ASA Existing Communications Infrastructure Att. # 3 Structural Calculations Guideline Att. # 4 Structural Scope Att. # 5 Environmental Impact Study (S.inc.A) Guidelines [Italian

Language only] Att. # 6 Proposed Cable Routing Att. # 7 IDS Components List Att. # 8 Additional Requirements USAG Italy

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for the renovation of twelve (12) Earth Covered Magazines (ECMs) and seven (7) Above Ground Magazines (AGMs) on Camp Darby Ammunition Storage Area (ASA) Livorno, Italy. Refer to Attachment # 1 for the location of the magazines to be renovated.

Repair and replacement works to be planned and performed include repair of damaged concrete surfaces, repair and replacement of damaged, defective or missing component parts, fixtures and hardware, installation of required components and infrastructure to allow for fully functional provision of Intrusion Detection Systems (IDS), reconstruction of the earth cover of the ECMs, installation of catenary type Lightning Protection and Grounding Systems for the AGMs and other repair and replacement work required to restore code compliant conditions for Storage of Arms, Ammunition and Explosives (AA&E).

The project includes the following general items of work, detailed requirements are contained elsewhere in this Summary of Work:

a. Design and coordination of the planned renovation works

b. Support of the required approval procedures including approval by the

Mandatory Center of Expertise for ECMs and Host Nation Environmental Approval (V.INC.A).

c. Site survey, inspection of the magazines and geotechnical investigation

d. Site mobilization

e. Grubbing, demolition and excavation works associated with the repair and replacement works including disposal of removed material

f. Required renovation works on the following magazines as outlined above:

ECMs: #1004, #1005, #1006, #1007, #1008, #1012, #1013, #1017, #1018, #1019, #1020, #1022 AGMs: #2010, #2013, #2014, # 2015, #2040, #2041, #2043

g. Provision of fiber optics communications infrastructure including underground duct banks, manholes, telecommunications racks and cabling and

h. Design and construction of site drainage improvements in the vicinity of the magazines

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All magazines are already cleared of ammunition and explosives.

1.2 GENERAL REQUIREMENTS

The Contractor must deliver fully functional, turnkey type facilities (without furniture) as described in this document. The work includes - but is not limited to - design, demolition, fabrication, delivery, installation, construction, and site work. The facility and the installed equipment must be permanent construction.

The facilities in this project must be complete and usable to meet codes and technical and functional requirements per this Statement of Work (SOW). The proposal price must include all design, calculations, approvals, certificates, fees, labor, material, equipment, direct overhead, indirect overhead, general and administrative expenses (G&A) and general conditions to complete this project as described in the SOW.

These design and product requirements are minimum requisites. Compliance with the provisions of this section by subcontractors is the responsibility of the Contractor.

1.2.1 BASE BID ITEMS AND OPTIONAL BID ITEMS

This Summary of Work addresses the technical requirements necessary to complete all work associated with this project. For information and requirements regarding the allocation of pricing between elements of the work, refer to the Bid Schedule included as a separate document. The Bid Schedule identifies the breakdown between the individual base bid and optional items for all work identified in this Summary of Work, associated drawings, and attachments. All work as described in these documents is included in either the Base Bid or Optional Items: consider all items not specifically identified in the Optional Items as part of the Base Bid Items.

1.4 SUBMITTALS

Government approval is required for submittals with “G” designation; submittals not having a “G” are for Contractor Quality approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-05 Design Data

65% Pre-Final Design; G, DO

95% Final Design; G, DO

100% Corrected Final Design; G, DO

1.4.1 DESIGN SUBMITTALS

Provide a complete design package at each milestone, as described in Specification Section 01 33 16 DESIGN AFTER AWARD. The milestones for this project are indicated above in Section 1.4 SUBMITTALS. The specific requirements of each milestone are described in each discipline-specific section of this Specification.

Submit all documents in hard copy and electronic format. Deliver four (4) hard copies with complete sets of drawings, calculations, analyses, and reports as required by this SOW. Print drawings on A1 paper at a minimum. Print calculations, analyses, and reports on A4 paper at a minimum. Provide all hard copy documents in labeled binders. Submit all electronic documents using the .pdf format for text and calculations and both the .pdf and .dwg (AutoCAD, latest version) format for drawings.

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Send one copy to:

USACE

CENAU-EC-ED, Box 2 Konrad-Adenauer-Ring 39, 65187 Wiesbaden Germany

Coordinate the delivery locations for each remaining set of documents with the COR prior to each submittal. See Specification 01 33 00 SUBMITTAL PROCEDURES for additional information.

1.5 MATERIALS AND EQUIPMENT

Materials and products used must be durable, heavy duty, industry standard. The equipment must be the manufacturer’s standard quality. Equipment and materials must include all connections and accessories necessary to ensure operability and correct installation according to manufacturer’s requirements.

Provide a nameplate secured to each major piece of equipment. Each nameplate must have the manufacturer’s name, address, contact information, type or style, model or serial number, and catalog number. The definition of a “major piece of equipment” is at the discretion of the COR.

1.5.1 LIFE-SPAN

Construction must have an expected life span of 25 years.

1.5.2 MAINTAINABILITY

Provide low maintenance materials and systems appropriate for the project climate and location.

1.5.3 STANDARDIZATION

Provide standardized materials, products, equipment, and systems to minimize the requirements for replacement parts, storage facilities, and service requirements.

1.6 DESIGN DIMENSIONS

Develop the design using the metric system.

1.7 DESIGN CRITERIA

Project design, site facilities, utility systems and material standards must be in accordance with the latest editions of the Host Nation and US building codes and following codes / criteria:

a. Environmental Final Governing Standards for Italy

b. International Building Code (IBC)

c. International Existing Building Code (IEBC)

d. Unified Facilities Criteria (UFC) 1-200-01 DoD Building Code (General

Building Requirements)

e. UFC 4-420-01 - Ammunition and Explosives Storage Magazines

f. Army in Europe Regulation 385-64 – Explosives Safety

g. Army Regulation 190–11 – Physical Security of Arms, Ammunition, and

Explosives

h. Department of the Army Pamphlet 385-64 - Ammunition & Explosives Safety

Standards

i. DoD 6055.09-M - Ammunition and Explosives Safety Standards

j. DoD 4145.26-M - DOD Contractor’s Safety Manual for Ammunition and Explosives

k. Engineering Manual (EM) 385-1-1 USACE Safety and Health Requirements

l. Installation Standards

m. San Rossore Regional Park Management Plan

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Other applicable discipline-specific codes and criteria are listed in a supplemental section provided for each discipline in this Summary of Work.

While this RFP references various source standards and specifications, all design documents are to meet US and Host Nation codes and requirements. It is the designer's responsibility to demonstrate that the Host Nation standard is equal to the US cited standard or specifications being supplanted. The more restrictive standards apply when conflicts arise between the requirements of this RFP and any referenced or other applicable codes, standards or regulations. If equivalency cannot be met, use the more stringent requirement and quote both codes verbatim in correspondence to the COR. The designer is responsible to determine the required material and execution standards where specific standards are not indicated.

Provide an electronic copy of the local Host Nation standards and building codes in their original language as related to facility design and construction.

1.8 DESIGN CONFERENCES AND MEETINGS

The Contractor and the entire design team are required to participate in a design review conference for each design submittal. The Contractor may request a review conference, but the Government is under no obligation to conduct or participate in a review conference unless specifically identified in the contract documents. The Contractor must bring the personnel that developed the design submittal to any review conference.

All design review conferences must be held in person with licensed designers from each discipline.

The Contractor is responsible for taking meeting minutes during each design review conference and submitting to the COR for information and approval.

The Contractor is responsible for evaluating all Government comments prior to each design review conference. The Contractor is responsible for resolving all Government comments from each design phase. The Contractor must provide annotated responses to each design review comment with the subsequent design submittal packages. Construction may not begin until all Government comments from all design phases have been resolved.

1.9 SPECIAL REQUIREMENTS

1.9.1 AT LEVEL I TRAINING

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, must complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the Contractor must submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

1.9.2 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor and all associated sub-contractors employees must comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor must also provide all information required for

23-Apr-19 Page 6 of 36 background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

1.9.3 ACCESS TO DEPARTMENT OF DEFENSE FACILITIES WITHOUT COMMON ACCESS CARD (CAC) Contractor and all associated sub-contractors employees must comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.9.4 SUSPICIOUS ACTIVITY REPORTING TRAINING

The Contractor and all associated sub-contractors must receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training must be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

1.9.5 OPSEC LEVEL I TRAINING

All new contractor employees must complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The Contractor must submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

1.9.6 SAFETY REQUIREMENTS

In addition to the provisions outlined in SECTION 01 35 26 SAFETY REQUIREMENTS, the contractor is obligated to notify the Safety Representatives of the US Air Force, the Italian Air Force and the Carabinieri at least 4 weeks in advance of planned construction for each single work phase. The contractor needs to coordinate with the mentioned stakeholders in regards of required safety stand-off distances to be observed between active magazines and planned perimeters for site mobilization and construction. Site mobilization and construction site perimeters are to be protected by fencing.

1.9.7 FAUNA SEASON

The contractor must observe all limitations and requirements associated with the statutory fauna season occurring from March to July. Any cost and/or schedule impact due to the Contractor’s failure to comply with fauna season regulations shall be to the Contractor’s account.

END OF SECTION

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2.0 CIVIL AND GEOTECHNICAL

Provide and perform civil engineering design and construction services as required to provide a complete, accessible, functional and usable project. The Contractor is required to extensively coordinate civil design and construction work with the scope of the other disciplines described in this SOW.

2.1 SCOPE SUMMARY

Civil works for this project include, but are not limited to, site survey, geotechnical investigation, site layout, demolition, earthwork, storm system, pavement, outdoor furnishings, and landscaping. Refer to the bid schedule for which of these are base bid or optional.

2.2 EXISTING CONDITIONS

The project is situated inside of the Camp Darby Ammunition Storage Area (ASA) approximately 4 km away from the coast of the Mediterranean Sea, 10 km north of Livorno, Italy (UTM 32, 607340E, 4832290N). The ASA is part of the “San Rossore” Natural Park and is located inside of a Natura 2000 protected area.

The several sites of the existing magazines contain pavement, utilities, vegetation, site furniture, and the magazines themselves. The sites are surrounded by woodland and are located in vicinity to other magazines and to Camp Darby ASA Infrastructure consisting of a road network, storm systems and utilities including water supply, telecommunications and power supply network. See Attachment #1 - Location Map.

All sites are nearly flat and are located 0.5 – 1.2 m above sea level. There is no known topographic survey, as-built, or geotechnical information for the sites.

Earth covers of the ECMs show moderate to severe erosion and do not meet minimum cover height and slope requirements as per DA PAM 385-64. Drain pipes and drain channels directing surface water from inside of the ECMs or seepage water from the earth covers away from the magazines are often clogged by soil or blocked by plaster covering the protective grids.

Concrete loading pads in front of ECM and AGM doors are in overall acceptable condition but show deficiencies reaching from minor cracks, missing joint sealant or a small number of shattered slabs mostly located at the exterior sides of the pads.

Storm drainage on the ASA is managed by a system of drainage channels and culverts running from north east to south west parallel with the roads and from north west to south east inside the woodland area. However, sites of the magazines to be renovated are only connected to the channel system by means of sheet flow. This -in combination with the flat topo of the ASA - causes temporary pooling and ponding in the landscape area around and in between the magazines. Despite the inadequate site drainage, pooling and ponding is only temporary due to the relatively permeable soil and is not considered to have damaging impact on the magazines as long as intrusion of runoff into the magazines is prevented by effective adjacent grading and/ or drainage features.

Rainfall from the roofs of the AGM’s drains either directly over the edge of the roofs or is collected in the intersection line of the central roof surfaces and drains to the terrain without downspouts and splash blocks.

All magazines are connected to the ASA’s electric power network. A telecommunications network is provided on the ASA and a water supply network is installed too. Sanitary facilities are not located in close vicinity to the magazines and a sewer network is not installed on the ASA.

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Prior to bid, investigate the general and local conditions which can affect the work and/or its cost, including but not limited to:

a. Location, size, material, and condition of existing structures, utilities, pavement, vegetation, and any other features. Site information provided to the Contractor by the Government is not to be considered accurate Site Survey information;

b. Weather, river stages, tides, or similar physical conditions at the site;

c. Surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site and due diligence research.

d. Mobilization and staging.

2.2.1 HAZARDOUS MATERIALS AND CONTAMINATION

There is no prior knowledge of any hazardous materials in the site’s soil. However, it is possible that hazardous material may be found during excavation. If hazardous materials are discovered, secure the area per Host Nation requirements, and notify the COR for further instruction.

2.2.2 UNEXPLODED ORDINANCE (UXO)

There is no prior knowledge of UXO in the site’s soil. However, the site has historically been a military base.

2.3 DESIGN SUBMITTALS

Provide civil design submittals in accordance with RFP Section 01 33 16, DESIGN AFTER AWARD and in compliance with SOW Section 1.0 – GENERAL.

65% Design Submittal:

a. Pre-Final Design Analysis of civil features.

b. Final Site Survey (include in the Design Analysis).

c. Final Geotechnical Report (include in the Design Analysis).

d. Final Existing Conditions Plan.

e. Pre-Final Demolition Plan

f. Pre-Final Site Layout Plans - Indicate existing and proposed civil features.

Include other disciplines’ features (faded back) that affect the Civil Design (structures, electrical utilities, etc).

g. Pre-Final Grading Plans, including spot and finish floor elevations, contours, and slopes. Include erosion control design.

h. Pre-Final Grading Profiles, Cross Sections, and Details.

i. Pre-Final Pavement Plans

j. Pre-Final Pavement Profiles, Cross Sections, and Details

k. Pre-Final Utility Profiles, Cross Sections, and Details.

l. Pre-Final Outdoor Furnishings Plans

m. Preliminary Landscape Plan and Details, including seed mix and seed coverage rate

n. Pre-Final Civil Specifications.

95% Design Submittal:

Update all items from the 65% Design Submittal to 95% (Final) Design. Incorporate all 65% design comments.

100% Submittal:

The 100% Submittal provides a complete and final set of contract documents ready for construction. Update all Final submittals from 95% to a corrected Final submittal.

Address all previous government review comments before submitting.

Record of Drawings Submittal:

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In addition to the as-built requirements discussed in RFP Section 01 78 00-CLOSEOUT SUBMITTALS, provide a topographical survey of the site per requirements of SOW Section 2.6-SITE SURVEY. Include existing utility lines or structures (both modified and unmodified) encountered in the construction footprint that were not located on the original Site Survey.

2.3.1 DESIGN ANALYSIS

Provide a Design Analysis for all Civil features that documents significant design choices and substantiates design compliance with contract requirements, applicable codes and standards. Documentation includes narrative, calculations, photographs, sketches, and catalog cut sheets. Reference all applicable regulations, standards, and criteria for the design. Reference sources are subject to Government approval.

Provide design assumptions. For design choices, discuss alternative systems considered, and provide rationale for the selected alternative.

The Design Analysis includes but is not limited to:

a. Discussion of Site Layout constraints and design decisions, including but not limited to, land use, vehicle and pedestrian access, orientation of features on-site, setbacks from site features, minimizing utility lengths, minimizing earthwork and tree removal.

b. Discussion of Demolition constraints and design decisions. Include discussion on how access will be provided during construction, and how each utility will be maintained and operated during construction.

c. Discussion of Earthwork and Site Grading constraints and design decisions.

Provide cut and fill calculations. Provide slope stability calculations for slopes and proposed slopes supporting structures. Include pertinent geotechnical information that affects earthwork.

d. Discussion of Storm system constraints and design decisions. Provide a hydrologic and hydraulic analysis of the storm system, including offsite areas that contribute to and influence the project’s storm systems. Provide drainage basin map(s), rainfall data, and coefficients used. For each planned section of pipe, include analyses indicating pipe size, friction factor, length, elevations at each end of pipe, slope, design flow (Q), maximum flow capacity, design depth of flow, design percentage full, and design flow velocity. Provide calculations for sizing of structures, including infiltration features. Use the Rational Method or TR-55 for analysis and design. In the absence of Host Nation or Installation requirements, use a minimum 10-year storm frequency for analysis and design. Provide calculations on the planned pipe’s structural capacity if the pipe is shallower than required in section 2.10-Utilities. Include pertinent geotechnical information that affects the storm system. Confirm that the existing receiving systems have adequate capacity to receive any additional storm water flow generated by the project.

e. Discussion of the results of the Pavement Investigation (see Section 2.6) and of any other pavement constraints and design decisions. Provide design vehicle(s) specifications and traffic calculations/ assumptions. Include pertinent geotechnical information that affects the pavement design. Provide calculations for the pavement section. The use of PCASE software is required to design the pavement section.

f. Discussion of Outdoor Furnishings constraints and design decisions. Provide structural calculations for foundations if the foundation is designed by the Designer of Record. Calculations are not necessary if the foundation design is from an industry standard detail.

g. Discussion of Landscaping constraints and design decisions.

h. Site Survey as an appendix.

i. Geotechnical Investigation and Report as an appendix.

2.3.2 DESIGN DRAWINGS

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Provide Civil design drawings of sufficient detail to address the requirements of each design submittal. Civil drawings include plans, profiles, cross sections, and details of civil features for the project. Civil drawings also include temporary construction plans/methods that affect the design and construction of the project.

These temporary plans include mobilization, traffic control, erosion control, dewatering, shoring, construction sequence, etc. Design drawings include all necessary information (labeling, dimensioning, legend, details, notes, etc.) to allow for complete understanding and constructability of all proposed features.

Provide comprehensible differentiation between features that are proposed, existing, future, or proposed to be demolished by use of appropriate choice of line styles, line weights, and/or colors. In the absence of the Installation’s CAD requirements, Reference USACE A/E/C Graphics Standard for graphic requirements.

2.3.3 SPECIFICATIONS

Provide Civil specifications of sufficient detail to address the requirements of each design submittal. Specifications, when combined with the design drawings, allow for complete understanding and constructability of all proposed Civil features.

Specifications may be notes on the civil design drawings as an alternative to a separate specifications document.

2.3.4 ENVIRONMENTAL IMPACT STUDY (S.INC.A)

Prepare an Environmental Impact Study (S.INC.A) in compliance with Italian laws and regulations for the DPW to timely initiate the Environmental Impact Assessment (V.INC.A.) required for the project. Furnish the S.INC.A in English and Italian Language. See Attachment # 5 for guidance.

2.4 DESIGN CRITERIA

Provide civil design in accordance with Host Nation codes. In the absence of Host Nation codes, use the latest release of the International Building Code (IBC) and the following codes and technical standards:

a. Uniform Facility Criteria (UFC) 3-201-01, Civil Engineering

b. UFC 3-220-01, Geotechnical Engineering

c. UFC 3-260-16FA, Airfield Pavement Condition Survey Procedures Pavements

d. UFC 3-270-01, O&M: Asphalt and Concrete Pavement Maintenance and Repair

e. USACE A/E/C Graphics Standard (ERDC/ITL TR-12-1)

Additionally, the following codes are mandatory for civil design and construction of this project:

a. UFC 3-250-01, Pavement Design for Roads and Parking Areas

b. UFC 3-210-10, Low Impact Development

c. Installation Design Guide

2.5 GEOTECHNICAL INVESTIGATION AND REPORT

Perform a geotechnical investigation and assessment of the project site to determine the subsurface conditions and geotechnical parameters for earth works, foundation, grading, and utility design. Perform the necessary amount of testing, borings and test pits at depths suitable for the project improvements. Include geotechnical investigation in areas where borrow material will be used. The Geotechnical work must be performed under the supervision of a professional geotechnical engineer registered with the jurisdiction having authority, and the report must be signed by the Geotechnical Engineer. In the absence of Host Nation codes, perform the geotechnical investigation and report per UFC 3-220-01, Geotechnical Engineering and

IBC.

Coordinate testing locations with the COR to avoid impact to existing utilities and facility operations. Utility locates, permits, pavement removal and vegetation clearing is the Contractor’s responsibility. Repair disturbed areas with a concrete

23-Apr-19 Page 11 of 36 patch in paved areas, and compacted soil in non-paved areas. The repaired area must be flush with the adjacent surface. Following restoration, stake and flag each of the hole locations with boring identification numbers. In paved areas, use white paint on the paved surface to mark hole locations. Provide a map indicating the borehole and test pit locations.

2.5.1 REPORT

Include, as a minimum, the following information:

a. Description of field work completed and equipment used; names, signatures and stamps of licensed professionals involved; name of drilling company.

b. A description of site subsurface conditions, regional geology, and seismic conditions at the site.

c. Site map of borehole and test pit locations.

d. High resolution color digital photographs of each borehole and test pit location.

e. Test pit logs with classification of all subsurface materials. The logs must distinguish fill materials from native materials, include all in‐situ test results, and include groundwater depth information, if groundwater is encountered. Distinguish between bedrock and rock boulders.

f. Reports of all the field and laboratory testing.

g. Recommendations for allowable bearing capacity, expected settlement, type of foundation, minimum footing dimensions, lateral earth pressure parameters, and minimum depth of foundation for footing and grade beams.

h. Recommendations for preparation, placement, and compaction of onsite soils, borrow material, soil replacement, soil amendment/treatment, structural fill, topsoil, and trench backfill. Include dewatering and temporary retaining structure needs.

i. Recommendations for ECM earth cover restoration in consideration of DA PAM 385-64 provisions.

j. Recommendations for pavement repair and construction.

k. Recommendations for the storm systems involving infiltration.

l. Calculations to support conclusions and recommendations

2.5.2 DESIGN DRAWINGS AND SPECIFICATIONS

On the design drawings and/or specifications, include geotechnical information that affect the design of the project, including but is not limited to, boring locations, boring logs, groundwater and frost depths, and any details that convey requirements for site preparation.

2.6 PAVEMENT INVESTIGATION AND REPORT

Perform a pavement investigation for the existing concrete pads in front of the magazines based on UFC 3-260-16FA with each pad to be considered as a sample unit.

Provide a report including Data Sheets as per UFC 3-260-16FA, photo documentation and compilation of repair works to be performed for each pad based on PCI rating.

Threshold for repair to be performed is a PCI rating lower than 65. Threshold for replacement of the pavement is a PCI rating lower than 45. Independent from the PCI rating, each found pavement distress with a severity level higher than “Low Severity” shall be repaired.

2.7 SITE SURVEY

Provide a topographic survey from a licensed surveyor that includes all existing site information needed to design and construct the project. Include x, y, and z coordinates to the nearest 0.005 meters, dimensions, material, and basic characteristics of all features within the project site limits, as well as all features outside of the project site limits that will affect the design and construction of the project. Research record drawings to obtain utility and pavement information that is not visible from the surface. Provide notes indicating the sources and any limitations or assumptions of the data. Provide a copy of the survey

23-Apr-19 Page 12 of 36 in CAD, in addition to the paper/electronic requirements of the Design Analysis.

Locate and show on the topographic survey the following information:

a. Survey monuments. Include description.

b. Spot elevations covering the entire survey limits showing high points, low points, grade changes, and at sufficient intervals to represent the general character of the terrain.

c. Contours in intervals of 0.25 meters.

d. Buildings and other miscellaneous structures. Provide finish floor elevation.

e. Pavements. Include pavement type, thicknesses, joint patterns, and pavement markings. Include top of curb and gutter elevations.

f. Surface Drainage Features.

g. Utility lines and structures. Include rim elevations and invert elevations for utility structures; identification of lines as underground or aboveground;

pipe sizes and materials.

h. Fences. Include height, material, direction of outrigger, gate locations and types.

i. Signs. Include sign text.

j. Trees/Woods: In wooded areas that trees are to be protected, locate outside drip line of wooded area, include general density and type of trees. For wooded areas with proposed tree removal, identify trees per Host Nation permitting requirements. Where selective clearing will be proposed, locate trees over 150 millimeter diameter at 1.3 m height, and include tree species, diameter at 1.3 m height, and dripline diameter.

k. Geotechnical boring locations.

l. Locate environmentally sensitive areas (determined and marked by others).

m. North arrow and scale of drawing.

n. Legend depicting the symbols and abbreviations used on the drawing.

o. Horizontal and vertical coordinate systems, date of survey, licensed surveyor name and license number.

Site information provided to the Contractor by the Government is not to be considered accurate Site Survey information. Utility field locates and as-built research are the responsibility of the Contractor.

Upon completion of construction, update the original survey with an As-built survey of the site as constructed, including underground utility locations and depths.

Submit the As-built survey to the COR for approval.

Reference UFC 3-201-01, Civil Engineering, Section 2-2.2-SURVEYING for survey requirements. In the absence of the Installation’s coordinate system, use the Universal Transverse Mercator (UTM) coordinate system. The vertical coordinate system must be based on sea level.

2.8 SITE LAYOUT

Locate and design the proposed improvements in the site layouts as determined by functional requirements, site-specific constraints, the owner’s preferences, accessibility, future expansion, and opportunities that are identified and evaluated as part of the Contractor’s scope of work. Site Layout must meet the applicable explosives safety and physical security requirements (see section 1.7 DESIGN CRITERIA) as well as any other safety and physical security criteria established by the Installation.

2.9 SITE CLEARING

In addition to all site clearing needed for construction and renovation works clear the site around the magazines as follows:

https://en.wikipedia.org/wiki/Universal_Transverse_Mercator_coordinate_system https://en.wikipedia.org/wiki/Universal_Transverse_Mercator_coordinate_system

23-Apr-19 Page 13 of 36

Remove all readily combustible material such as dry grass, dry leaves, woody debris, downed trees or brush found within the fire break boundaries of the magazines. Trim trees adjacent to the magazines if branches are growing over the fire break lines.

Trim all live vegetation within the fire break boundaries of the magazines, if necessary to no more than 8 cm in height.

In case of the ECMs remove all stones found on the earth cover surfaces weighing in excess of 4.50 kg or larger than 150 mm in any dimension.

Power wash all leaves, dirt and any other organic debris off the loading pads and any other pavement found in front of the magazines.

Power wash all exterior drain outlets and channels found on the headwall and wing walls of the ECMs to clear away any leaves, dirt or other material.

Dispose of all debris including the organic fraction. Separate the latter from the debris if the Park Authority requires to keep organic material on site to create substrate.

2.10 DEMOLITION

Remove existing structures, utilities, pavement, vegetation, and any other features to construct the proposed improvements. Remove trees with driplines within the footprint of the proposed improvements. Provide straight, neat sawcuts at limits of pavement removal. Any contaminated materials discovered will require special testing and disposal per Host Nation requirements.

2.10.1 CONSTRUCTION LIMITS

Do not disturb the project sites beyond necessary for installation of proposed construction. Do not disturb any areas past the sites property lines. Show demolition work and limits of disturbance in the drawings. Stake-out the limits of disturbance on-site with temporary fencing before beginning construction.

2.10.2 ITEMS TO REMAIN IN PLACE WITHIN CONSTRUCTION LIMITS

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the COR. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the COR prior to performing said work.

2.10.3 TREES

Protect trees larger than 150mm diameter at 1.3 m height within the project site which might be damaged during construction, with a 1.8 m high fence around the dripline of the tree(s), which is assumed to be the extent of the tree’s roots.

Mitigate for tree removal per Host Nation Requirements.

2.10.4 UTILITIES

Any existing utilities encountered within the site boundaries that are impacted by this project must be protected, or relocated if protection is not feasible. Relocate existing utility mains outside the structural zone of influence of proposed structures. Utilities impacted by this project that require decommissioning, or that are already out of service, must be removed up to the utility main and capped.

Manholes or underground structures to be abandoned must be removed to a minimum depth of 50 centimeters below finish grade. Fill abandoned manhole or structure per Section 2.9-EARTHWORK requirements.

2.10.5 DUST, DEBRIS, AND EROSION CONTROL

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Prevent the spread of dust, debris, and erosion from the project sites. Install erosion control measures before beginning construction. Sweep pavements as often as necessary to control the spread of debris. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, erosion, or pollution. Remove snow, dust, dirt, and debris from work areas daily.

Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

Reference RFP Section 00 74 00-SPECIAL CONDITIONS, 00 74 17-SUPPLEMENTAL CONDITIONS FOR PROJECTS IN ITALY, and 01 30 00-GENERAL REQUIREMENTS for additional demolition, protection, and permitting requirements.

2.11 EARTHWORK

Perform all earth work necessary for the installation of the proposed improvements.

The Contractor is responsible for defining earthwork requirements in the plans and specifications. Include requirements for satisfactory material, borrow material, structural fill, topsoil, utility trenches, replacement and improvement of on-site soils, soil compaction (for subgrades of structures, paving, and landscaped areas), compaction for utility trenches, maximum lift depths, density testing frequency, maximum temporary and permanent slopes, and engineered support systems. The earthwork requirements must not conflict with the recommendations in the Contractor-provided geotechnical report.

Remove and save topsoil (approximately first 15 centimeters of excavation). When restoring the site to finish grade, place topsoil back in excavated areas that do not include proposed paving or structures. Excavated material (below topsoil), if satisfactory for reuse per the geotechnical report, may be used on the project site where fill is required. Unsatisfactory material, and surplus excavated material not required for fill, must be disposed of offsite, and is the responsibility of the Contractor. Borrow material may be required for construction from sources off site.

Borrow materials are to be free of hazardous materials and contaminants. Any soil brought in from off-site sources must be certified clean.

In the absence of Host Nation standards and geotechnical recommendations, fill and backfill must be placed in layers of 20 centimeters loose thickness and compacted to a minimum 95% of the maximum dry density as determined by Host Nation test method equivalent to ASTM D-1557 (Modified Proctor test). Provide density tests on all lifts at a frequency of 1 test per 40 square meters for foundations and parking, and 1 test per 30 meters of road and utility trench. Round up to nearest whole number (i.e. a 25 square meter foundation requires one test). The location of all tests must be selected by the Contractor’s geotechnical engineer, and copies of all test results must be furnished to the COR. All structure foundation excavations must be inspected and approved by the Contractor’s geotechnical engineer and inspection report must be submitted to the COR prior to placing concrete. Repair earthwork areas as recommended by the Contractor’s geotechnical engineer, and approved by the

COR.

Provide…